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Shells

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Optimal Structural Design under Stability Constraints

Part of the book series: Mechanics of Elastic Stability ((MEST,volume 13))

Abstract

Thin-walled shells are very often subject to the loss of stability; moreover, postcritical behaviour of shells is, as a rule, unstable, and hence the stability condition as an optimization constraint should be formulated very carefully. Experimental investigations on stability of tubes under external pressure were initiated in the fifties of the XIX-th Century (W.Fairbairn [8.49], and a rough theoretical background was given within the next years (F. Grashof [8.70], J.A. Bresse [5.10]), but a more general theory was derived at the beginning of the XX-th Century.

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  1. Technical University of Cracow, Cracow, Poland

    Antoni Gajewski & Michal Zyczkowski

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  1. Antoni Gajewski
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  2. Michal Zyczkowski
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© 1988 Kluwer Academic Publishers

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Gajewski, A., Zyczkowski, M. (1988). Shells. In: Optimal Structural Design under Stability Constraints. Mechanics of Elastic Stability, vol 13. Springer, Dordrecht. https://doi.org/10.1007/978-94-009-2754-4_8

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  • DOI: https://doi.org/10.1007/978-94-009-2754-4_8

  • Publisher Name: Springer, Dordrecht

  • Print ISBN: 978-94-010-7737-8

  • Online ISBN: 978-94-009-2754-4

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